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III IIIIIIIIIIIIIIII <br />RECEIVED <br />OCT 1 3 1998 <br />DIV. OF MINERALS <br />October O8, 1998 <br />Mr. Jim Dillie <br />Division of Minerals and Geology <br />1313 Sherman Street, Room 215 <br />Denver, Colorado 80203 <br />Subject: Battle Mountain Resources, Inc. DMG Permit No. M-88-112 <br />Quarterly, Monthly and Bi-weekly Sampling <br />Dear Mr. Dillie: <br />All required sampling was completed during the month of September. Enclosed are analytical <br />reports from Accu-Lobs and Sangre De Cristo Lab (SDC) for the recent bi-weekly, monthly, and <br />quarterly sampling periods as specified in the April 1992 Abatement Plan. Humidity cell test results <br />from CORE lab is also enclosed. The cross-reference Table between sample identification numbers, <br />sample types and sample locations is also attached. Analysis That have not been received will be <br />forwarded to you as I receive them. Field and rinse blanks were collected as part of the QAlQC. <br />All surface water stations were inspected and RS-4 and RS-6 were found to be dry. <br />Staff gages were maintained at RS-3, RS-4 and RS-6. The maintenance involved adjusting the gage <br />to compensate for a change in the level of the stream bed and the installation of new sample <br />bottles. The work was completed by Mr. Peter Barkmann of Halepaska and associates. <br />Vacuum on the lysimeters was verified and no water was present to sample. <br />When we checked the piezometers on the main embankment of the tailings impoundment on <br />09/30198, the piezometers were dry or contained well below 12 inches of water. <br />The two new west pit piezometers were measured for depth to water on 09)29198, with the <br />following result: BF-Twos 12.35 ft and BF-2 was 16.10 ft. The other piezometers in the West Mine area <br />were also checked with the following result: PW-1 was 14.45 ft, PW-2 was 15.50 ft, PW-3 was 23.60 ft <br />and PW-4 was 26.30 ft. <br />The underdrain was at approximately 28 gpm. <br />For the month of September the leak detection flow was approximately 33 GPAD. We continue to <br />keep the collection pond al a low level to minimize leakage. <br />